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A <br />MI SP N <br />8" +l- <br />TS 2„X2"XVie <br />TOP RAIL <br />RAIL SPLICE @ CONTRACTORS OPTION <br />1" DIAX 3" E.S. PIPE <br />TACK WELDED AT ONE SIDE <br />3/16" +/- <br />5/e" DIA THD STUD, NUT & WASHER (GALV.) <br />L 6X3/2'XVie X0"-3"(1MSSH) <br />%" DIA HILTI TZ ANCHOR, NUT & WASHER (GALV.) <br />BRACING CONNECTION DETAIL @MIDSPAN <br />1" 2" 4" <br />4'TYP <br />MI <br />SP N <br />r <br />— - <br />I II T <br />12' 0" PHASE I <br />1 <br />- — <br />12'-7 ((" PHASE II <br />1'-2" <br />`- <br />9'-4" PHASE! <br />1'-2" <br />TOP <br />CONT. <br />RAIL <br />@ MI[ <br />` <br />I <br />2'. <br />EQ <br />9'-11%"PHASE II <br />EQ <br />- <br />TS2x2 <br />%" DIA STL ROD <br />J <br />iD <br />, <br />a <br />TT <br />I <br />-1 _i <br />T <br />PARAPET GUARDRAIL - TYPICAL BAY <br />0 1' 2' <br />4' <br />SPAN <br />3/1e1/r <br />SEAL WELD BETWEEN <br />1" DIAX 3" E.S. PIPE (GALV.) <br />TS2"X2"X5/s'RAIL POST <br />EXISTING TOP RAIL <br />CONNECTION DETAIL @ RAIL POST SPLICE o <br />2" 4" <br />4" +/- <br />ui <br />RAIL SECTION <br />EXISTING PRECAST <br />COLUMN @ MIDSPAN <br />L6X3%2'CONN.@ <br />MIDSPAN <br />TS2X2X5/fi"TOP RAIL <br />TS2X2X5/,s"RAIL <br />POST (MATCH EXIST.) <br />3/d' DIA. STL . ROD <br />1" DIAX 3" ES PIPE <br />(GALV.) @ EA. RAIL <br />POST (WELDED <br />SPLICE @ PHASE II) <br />EXISTING RAIL <br />EXISTING POST <br />0 6 1' 2' <br />EXISTING G.I.P. CONC. COLUMN <br />TS2"X2"X5/a" <br />TOP RAIL <br />%" DIA THD STUD, NUT & WASHER (GALV.) <br />%" DIA HILTI TZANCH <br />NUT & WASHER (GAL <br />(W7 SSH) <br />0 <br />BRACING CONNECTION DETAIL @ GRIDS r' 2" 4° <br />10" <br />RAIL SECTION @ ROOF <br />TS2X2X3/1s'RAIL <br />TS2X2X3/1s"POST <br />@ 5-0" O.C. +/- <br />3/q' DIA. STL . ROD (TYP.) <br />TS2X2X%6"RAIL <br />(2)1/2'DIA HILTI TZ <br />ANCHOR EA. POST <br />5"X2%2'X1/4"PLATE <br />EA. POST <br />10 <br />ENHANCED GUARDRAIL OPTION <br />Project Number Sheet Number <br />10-12 PR2-3A <br />